Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection
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Détails bibliographiques
| Auteur(s): |
Yukihiro Harada
Kazumasa Ebato Junpei Yagi |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 474-475 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796293532 | ||||
| Abstrait: |
An unstiffened double split-tee beam-to-column connection is one of the “weldless” beam-to- column connections. In the present study, structural performance of steel framework including the unstiffened double split-tee beam-to-column connection is investigated experimentally and analytically. Cyclic loading tests of subassemblages with the unstiffened connections are performed, and the unstiffened connections show good deformation capacity. Validities of yield strength prediction by yield line analysis and numerical simulation by finite element analysis to predict cyclic behaviors of the subassemblages are also investigated. |
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